Okaloosa County Stormwater Master List - Known Projects

Below is a list of known Stormwater issues in Okaloosa County.  The list was compiled from a variety of sourced including; citizen interactions, County employee observations, Stormwater Needs Reports, Stormwater Master Plan, Stormwater Division inspections, etc.   You will note that some of the projects are highlighted.  Generally they are highlighted because the project has issues that makes the project unique or has potential to substantially impact safety, infrastructure or quality of life.  If you have a Stormwater issue, please review the list to determine whether or not the project has been identified.  If it wasn’t on the list or you would like to provide some additional information about a particular project, press the Contact Stormwater Division button below.  This button will launch a form where you can enter information about the issue.  The Stormwater Division will contact you if there is additional information that they need or conduct an investigation to determine whether a new project is warranted.

 

Name

Nearest Address

Description

13th Street

 

Sycamore to Oak Avenue South Side.  Pipeline failing.  High Maintenance.

2nd Avenue east of Woodham/West of Eglin Pkwy.

 

Water flooding roadway after rains.

3rd Avenue

 

3 prefab boxes, 300 feet pipe

3rdAve/7thSt to 4thAve/8thSt

 

Pipeline Rehabilitation - 7St to 8St/3Ave to 4Ave

7th and 2nd Ave

 

 14"ID crossdrain at intersection

All Regional Stormwater Facility

 

SMP-Build one each 5-year cycle None

Antioch Road

 

SMP-Raise roadway profile, replace 5 culverts, detailed study

Austin Avenue

 

RD

Aycock Ditch

 

SMP-Clean and regrade ditch, add rip-rap R

Bay Drive Dam

 

Replace three inlets and outfall piping with prefab boxes and plastic pipe.  Recontour embankments.  Assess and improve asphalt curbing and curb cuts as needed.

Bayshore Dr.

 

Sent request to Bobby to survey-Waiting on survey to check materials- Niceville. Recent to Mat. Cost estimate from cartegraph using Duramax pipe $6,174.14 not counting the concrete driveways.

Beach Drive

 

SNA - Road flooding

Bermuda Circle

153

Replace failed pipe aprox: 500 ft combined 36'' poly-36'' CMP-18'' poly. Sent survey request to Matt.- SENT REQUEST FOR SURVEY 11/24/2014 Req#13965 KK -Scott need to know how much of the pipe needs to be replaced. See the attached photo. 

Beverly Street

 

RD -- Numerous failures in pipe run from Green Acres Road to Pointed Leaf Lane.

Blackwater - Martin Mill Gulley

 

SMP-Replace inlet, drop structure, and pipe; stabilize bank R&R

Blackwater - Sherman Kennedy Gulley

 

SMP-Regrade swale and add rip-rap R

Blackwater - Steel Road Gulley

 

SMP-Replace pipe and junction box, stabilize bank R

Blake Lake

 

SMP-Upgrade storm drain, detailed study

Bluewater Point Drive

607

SW -- Inspect pipe and remediate as needed.

Bridgewater Court

 

SNA - Stormwater in road/yards

Brittany Woods Ditch Rehablitation

 

Whole length rehabilitation.  Possible Surtax project. Delapidated Infrastructure

Brittany Woods Subdivision/Northampton Cr.

 

Reestablish swales.  jelwoodlawson@aol.com

Brookridge Trace

1195

SNA - Stormwater between homes

Brookwood

390

Replace Crossdrain 32x48 arched triple barrel. 36' span.

Brookwood 

 

triple culvert, headwall sinks, CMP arched

Casa Loma

30

16"Round CMP x 30' running under roadway from inlet box to inlet box From inlet box to outfall is 18"x200' Round CMP Pipe is rusted out and has root infiltration throuout system

Cayson Avenue to Martin Street Pipe

 

SNA - Pipe is collapsing

Charleston Cir

 

Discrepancies in drawing from district personal and survey. See pic1 and survey attachment. Cost 1from survey $1069.70  Cost 2 from Dist information $2332.55 Cost on pipe only.

Cimarron Outfall

 

SMP-Regrade ditch, replace 4 culverts, detailed study

Citation

 

SNA - Standing Water

Clifford at 731 Dubois

 

inlet and spillway collapsed and temp repair.  Needs new inlet box for IN1494 snd spillway.  Suggest poject include clifford street crossdtain and pipeline to outfall replacement.  Also consider and investigate the need to replace the parrallel pipe system  (see SW GIS)

Clifford/Dubois

 

Piping from Lloyd is deteriorated and needs replacement. IN1494-1497.  South side of Clifford across from lift station vertical migration

Coastal

 

SMP-Replace culvert 213 LOS

Corner Creek Road  

 

OU223 PD53  Headwall at outfall collapsed - excvator, flatbed, concrete, fill material.  May need new setion of pipe at end

Corner Creek Road  

 

OU223 PD53  Headwall at outfall collapsed - excvator, flatbed, concrete, fill material.  May need new setion of pipe at end

Corvet Street

 

SNA - Water ponding on roadway

CR 393 0.1 mile N of Gas line

 

Excess water on side of road

CR 4A Gulley

 

SMP-Replace ditch pavement, rip-rap ends, grout voids under structure – 2 locations

CR 602 Gulley

 

SMP-Clearing, bank stabilization, rip-rap at outfall pipe

CR 602 Gulley

 

SMP-Clear, stabilize band, add rip-rap at outfall R

Creekside Cir

5981

May want to consider a WQI for this project. But keep in mind the key to the performance of WQIs is maintenance. I have worked up a simple cost and sent Matt a request for survey. When properly maintained, WQIs should experience very few separation, clogging, or structural problems. Stormwate upgrade on the 20' drainage easement.  This is a new construction project.  We need to have inspection and survey first and then an Enginering schematic.

Curacao Way Crossdrain

 

Pipe failing.  Needs Emergency release structure.

E. Dogwood Stomrwater Pond

 

Overflow is destroyed

Easy Street

1715

Working with property owner to exchange easement and reconstruct pipeline and outfall.

Echo Circle

341

Crossdrain at this location needs replacement. 

Elaine Avenue

 

Standing Water

Fay

999

Replace deterorated crossdrain

Foxwood

 

RD

Foxwood Phase 3

 

Subsurface water/pavement problem

Foxwood Subdivision

 

Subsurface water/pavement problem

Foxwood Subdivision

 

SMP-Add underdrains, detailed study

Gap Creek Regional

 

SNA - Flooding due to insufficient capacity

Gap Creek Regional -319 Grant received for  $1M

 

Flooding due to insufficient capacity

Georgetown Lane

 

Existing system leaking

Gillman Road

 

Stormwater Retention at pond

Green Acres Blvd Pipe replacement

 

At Doyce -  Liming of double barrel pipe system. Pipes are 36" Round CMP

Griffith Mill Blowout

 

Griffith Mill at Melton Road -  Blowout around inlet on west side of road and blowout around concrete channel/pipe on east side of road.  Pipe is 250' cmp 30" round.

High Ridge Road

 

Stormwater runoff/ private prop, dirt to pave 2017

High Ridge Road

 

Stormwater runoff/ private prop

Highway 90

 

SMP-Replace culvert 92 under Highway 90 at Toms Creek LOS

Highway 90

 

SMP-Replace culvert 93 under Highway 90 at Mill Creek LOS

Holloway Outfall Easement

 

SMP-Rip-rap approximately 650 feet of ditch, new outfall structures

Holloway Outfall Easement

 

SMP-Add rip-rap to approximately 650' of ditch, provide new outfall structures R

Hollywood Boulevard, Mary Esther Cut-off to Ready Avenue

 

SMP-Re-line approximately 1,000 feet of 24/36 inch pipe, repair inlets

Hunters Path

xx

SNA - Road flooding- Study by Hatch Mott MacDonald HMM Project No. 301252 Sept 2014

Hunters Path

 

Hatch Mot MacDonald see file through switchboard

Huntington S/D Drainage Improvements

 

SNA - Stormwater system inadequate

Install all remaining gage sites

 

SMP-Data collection, sites report

Install Gage Site #1-East Bay River

 

SMP-Data collection, sites report

Install Gage Site #2-Cinco Bayou

 

SMP-Data collection, sites report

Install Gage Site #6-Pond Creek

 

SMP-Data collection, sites report

Intersection of Union Ave & 17th St

 

Stormwater Basin w/No Outfall

Jack Stokes Rd

 

RD

Keats Avenue

 

Subsurface water prob.

Kervin Road improvements

 

RD

King Street, Crestview (Off E. Chestnut)

 

Ditch needs reworked, possible pipe

Lake Lorraine  Regional

 

Old Age of Drainage InfrastructureOld Age of Drainage Infrastructure- LL Phase 1 as of todate 6 April 15 $241888.69. Cost will be updated as project completes. Material $157,750.87 as of todate.

Lancaster Regional

xx

Flooding in streets and yards-Study by Hatch Mott MacDonald HMM Project No. 301252 Sept 2014

Lancaster/Shadow Lane

 

Hatch Mot MacDonald see file through switchboard

Laurel  Drive

802

Replace inlet to outfall.  Vertical erosion along pipeline.

Laurel Drive

802

SW - Inspect and repair Inlet/Piping and sinkholes in easement between 802 and 800 to retention pond in GP ROW

LL Phase 2

 

Old Age of Drainage Infrastructure

LL Phase 3

 

Old Age of Drainage Infrastructure

LL Phase 4

 

Old Age of Drainage Infrastructure

Mar Walt at Hospital Crossdrains

 

Replace crossdrains , inlet boxes and headwalls.

Martin Mill Gulley

 

SMP-Replace inlet, drop structure, pipe, bank stabilization – 2 locations

Mar-Walt Drive Flooding

 

No Outfall for Water - Hospital Impact

Meigs Drive 

19

Headwall reconstruction or prefab.  Crossdrain replacement (utilities and shallow cover).  Consider replaciong box on south side of Meigs.  Replace pipe to outfall.

Mooney

219

Repace sidewalk inlets to outfall OU174

Mooney Road 219

219

Metal Pipe has rusted. OU174

NELSON POINT RD

605-607

Outfall pipe degradation causing vertical erosion.  Needs replacement.

Nelson Point Road

607

Camera - Potential Pipe Replacement

Northern Pines Regional

 

Drainage from Eglin

OCI officers contracts

 

RD

Okaloosa Lane

 

SMP-Replace culvert 94 under Okaloosa Lane at Mill Creek LOS

Old Antioch Bridge

 

RD

Old Bethel Road Outfall Easement

 

SMP-Clean-out/Replace pipe, bank stabilization, paved ditch, structures

Old Bethel Road Outfall Easement

 

SMP-Replace pipe, stabilize bank, pave ditch, miscellaneous structures R&R

Old Ebenezer Road

 

RD

OLD LIVE OAK CHURCH RD

 

HWY 85 N : CRESTVIEW - Cross drain pipe under road that is only access to county park/boat ramp is in a high state of deterioration. needs to be
replaced. two 42 inch x 60ft

Old River Rd @ Wadsworth

 

Insufficient Capacity

Olde Post Road

310/314

Double barrel 24" Round CMP failing with numerrous depressed VE locations in the outfall run.  Replace with smoothe bore.  

Overbrook 

656 to 640

Pipe Replacement.  30" CMP.  May want to split this into two.  The first section between 640 and 652 can be lines now to stop subsidence in the pipeline.  A portion of the pipe originating at Overbrrok on the north end of the pipe run has been lined.  From the terminus of the liner to the location where the easment has infringement around 652 can be lined as one project - Phase 1 .  The portion of pipe replacement  in the resticted easement - Phase 2.  Powerpoint available on the work order.

Overbrook Dr Outfall

 

Outfall Replacement

Overbrook Drive

815

FEMA.  See WO.

Page Bacon RD

 

RD - pipe deteiorated.  south side from crossdrain at Joanna Lane approx 255 feet east to a box

Pahl Ct #8592

 

RD

Pandora Drive

 

SMP-Replace culvert 90 under Pandora Drive LOS

Parrish Point

 

Sedimentation restricting drainage

PD 313 Spring Gate Ct. 

 

Fence rotted needs replacement.

Pine Ave (Nice.) 1734

 

Stormwater crossing road

Pine Meadows Regional

 

No Conveyance

Pine Street

 

Installation of drainage system to connect at drainage easement between 1730 and 1734 Pine Avenue

Pinedale Subdivision Powerline

 

Pipe Evaluation and Retrofit

Pocahontas

952

Subsidence at INLET.  Replace CMP from outfall to first box.

Port Dixie Boulevard

 

Hatch Mot MacDonald see file through switchboard

Port Dixie Regional

xx

Insufficient Capacity/Failing System-Study by Hatch Mott MacDonald HMM Project No. 301252 Sept 2014

Port Dixie, 6th Avenue from 5th to 9th

xx

SMP-Reline approximately 2,000' of 36"/48" pipe, repair inlets R. -Study by Hatch Mott MacDonald HMM Project No. 301252 Sept 2014

Redith Court

 

Water ponds on roadway

Rene Lynn Apartment, 6 Woodham Ave

 

Apts surrounded by elevated homes.

Richpien Road (near Race Track Road)

 

Insufficient Capacity

Rickey Avenue 130

 

No positive outfall

Santa Rosa Boulevard

 

Flooding/Inadequate System

Seville Drive

 

DOT water in ditches

Shalimar Courthouse Stormwater

 

System is inadequate

Sherman Kennedy Gulley

 

SMP-Clean swale and rip-rap

Snook Road

 

Stormwater floods yard

Somerset Drive

 

Pipes Collapsing (2095')

Sorrel Ridge

 

RD - Drainage for New BCC approved Park

South Avenue Regional

xx

Insufficient Capacity/Failing System-Study by Hatch Mott MacDonald HMM Project No. 301252 Sept 2014.  Submitted as part of a RESTORE Act project in May 2015.

Springhill Road Flooding

 

Flooding

SR 189

 

SMP-Replace culvert 13 under SR 189 at Knot Creek LOS

SR 189

 

SMP-Replace culvert 14 under SR 189 at Garnier Creek LOS

Stanley Lane

 

No existing drainage

Steele Road Gulley

 

SMP-Replace pipe and Junction box, bank stabilization – 2 locations

Sunset Blvd (Wright Elm. School)

 

Pond has insufficient Cap

Tanager

 

RD - Inlet Installation (Stormwater) Contouring (Road)

Tara Court

4556

Runoff from Tara Court to Hermosa eroding.  Private property.  Camera pipe from PD283 to IN790 to determine integrity.  Rework swale from LiveOak Church to Tara Court.  SW moves along Scarlett rather than roadside swales.

Tommy Steele Road

 

Existing system undermined

Trawick Creek ('14 Bridge)

 

RD

Union Avenue

1717

Construct OU235 as indicated in approved drawings.  Easement North of 1717.  See Henson for Construction Plans.  Temporary fix Complete.

US Hwy 98

2204

Remove/Replace Lake Inlet and Hwy Swale Outfall.  Easement on lot line between 2202 and 2204

US Hwy. 98

 

SMP-Replace culvert 210 under US 98 near Hurlburt Field Housing LOS

US Hwy. 98

 

SMP-Replace culvert 212 under US 98 east of 98 West Liquor Store LOS

US Hwy. 98

 

SMP-Replace culvert 207 under US 98 west of Leisure Time RV Center LOS

US Hwy. 98

 

SMP-Replace culvert 202 under US 98 east of Hurlburt pedestrian overpass LOS

US Hwy. 98

 

SMP-Replace culvert 211 under US 98 west of Hurlburt pedestrian overpass LOS

US Hwy. 98

 

SMP-Replace culvert 201 under US 98 near Magnolia Shores LOS

US Hwy. 98

 

SMP-Replace culvert 203 under US 98 east of Hurlburt gate Los

Verb Street/Central Ave

 

Flooding on multiple homes south of verb between Central Ave. and McFarlane.  Want to install 2 inlets at the entrance to Bell Brooks estates and to capture BBE SW and convey it to the Golf Course Pond.  Need FWB approval.

Vermont Avenue

 

Swales need rebuilt

West County Regional

 

Insufficient Capacity

Whisperwood

901

IN1177 to OU349 16" CMP bottom failure.  Multiple pulling points.  PD435.  Easement need survey compared to pipe run.

Willow Grove Lane

 

Streetwide Flooding

Woodfern Path

 

Pipe leaking sink hole.  W.O SHOWS COMPLETED . No materials or labore.Pipe leaking sink hole